• ZADAFIYA NIRAVKUMAR MAGANBHAI
• Prof. VISHAL B. PATEL
• Dr. SNEHAL V. MEVADA

The natural disturbances like strong earthquakes and winds have caused severe damages to large scale infrastructures, which create discomfort to human and many times lead to catastrophic structural failure. The dynamic response of tall structures under strong earthquakes and winds is very important to civil engineers. Many energy dissipation devices available for control the behavior or response of tall structures under earthquakes. TMD (Tuned Mass Damper) is one of the best energy dissipation device to reduce the response of structures. TMD's properties such as stiffness and damping are function of the natural frequency of the structure to which it is connected. This research involves attaching adjacent structures in which one structure is more flexible than other one with a shared tuned mass damper (STMD) to reduce both the structures vibration. Here TMD provided on top of the rigid structure. Because the STMD is connected to both structures, the problem of tuning the STMD stiffness and damping parameters becomes an issue. For identify the effectiveness of STMD, here two SDOF system connected with each other by means of STMD and find out the response of the adjacent structure.

"VIBRATION CONTROL USING SHARED TUNED MASS DAMPER FOR SDOF SYSTEM", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.283-288, April-2019, Available :http://www.jetir.org/papers/JETIR1904F48.pdf

"VIBRATION CONTROL USING SHARED TUNED MASS DAMPER FOR SDOF SYSTEM", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp283-288, April-2019, Available at : http://www.jetir.org/papers/JETIR1904F48.pdf